CN107859011A - A kind of WR and hydropower construction drainage ditch - Google Patents
A kind of WR and hydropower construction drainage ditch Download PDFInfo
- Publication number
- CN107859011A CN107859011A CN201711328196.7A CN201711328196A CN107859011A CN 107859011 A CN107859011 A CN 107859011A CN 201711328196 A CN201711328196 A CN 201711328196A CN 107859011 A CN107859011 A CN 107859011A
- Authority
- CN
- China
- Prior art keywords
- drainage ditch
- bar
- construction drainage
- flowmeter
- hydropower construction
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B13/00—Irrigation ditches, i.e. gravity flow, open channel water distribution systems
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B5/00—Artificial water canals, e.g. irrigation canals
- E02B5/08—Details, e.g. gates, screens
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
- G01F1/00—Measuring the volume flow or mass flow of fluid or fluent solid material wherein the fluid passes through a meter in a continuous flow
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- General Physics & Mathematics (AREA)
- Sewage (AREA)
Abstract
The invention discloses a kind of WR and hydropower construction drainage ditch, including main body, the lower left side of the main body is provided with into Qu Kou, it is described enter canal mouth bottom on the right side of be connected with coagulation side, the lower left side of the coagulation side is fixed with tomography bar, slide plate is provided with left and right sides of the bottom of the tomography bar, the upper right of the slide plate is fixed with air adsorption plate, filter is connected with the right side of the bottom of the air adsorption plate, the lower left side of the filter is fixed with filter screen, the upper left-hand of the filter screen is provided with flowmeter, door pillar is fixed with the right side of the bottom of the flowmeter, the upper right of the door pillar is connected with roller, layering bar is fixed with the right side of the bottom of the roller, ball is provided with the right side of the bottom of the layering bar, the lower left side of the ball is provided with foreboard, the upper left-hand of the foreboard is connected with automatically-controlled door.The WR and hydropower construction drainage ditch is simple in construction, practical function.
Description
Technical field
The invention belongs to Construction for Hydroelectric Project field, and in particular to a kind of WR and hydropower construction drainage ditch.
Background technology
Field irrigation often utilizes the water of rivers, by being opened on ground its " ditch ", introduce farmland.Water channel is manually dug
Water channel, there are trunk canal, point of branch canal.Trunk canal and branch canal typically with barnacle or cement build up due to mankind's activity and to environmental emission
Used heat exceedes environmental carrying capacity, causes the phenomenon that the local ecosystem wrecks to be referred to as thermal pollution.The thermal pollution of broad sense includes
Greenhouse effects, tropical island effect and heat pollution of water；The thermal pollution of narrow sense only refers to heat pollution of water, is directed to discharge into water used heat and makes
Into water body environment destroy.Abnormal climate change and human factor is two big main causes of broad sense thermal pollution, and heat pollution of water
Caused by being then substantially human factor, often there are two problems to directly affect project progress in slope construction is beaten, first, country rock
Geological stability, second, underground reservoir, when mining work is close or penetrates underground reservoir, often has water drenching and gush
Water phenomenon occurs, and engineering will be made not tunnel, can also flood well sometimes, work safety accident is caused, how the water in inclined shaft is had
Discharge to effect, be the important topic of coal mining or tunnel excavation work.Existing slope construction water discharge method, using point
Duan Shuicang pump drainages, set water channel diversion between sump, each sump, a corresponding water pump pump drainage diversion, due to inclined shaft distance,
The multiple sump of subsection setup and water pump are needed, drainage system construction is complicated, and draining cost is high, have impact on the construction speed of inclined shaft.
The content of the invention
It is an object of the invention to provide a kind of WR and hydropower construction drainage ditch, to solve to propose in above-mentioned background technology
The problem of.
To achieve the above object, the present invention provides following technical scheme：A kind of WR and hydropower construction drainage ditch, including master
Body, the lower left side of the main body are provided with into Qu Kou, it is described enter canal mouth bottom on the right side of be connected with coagulation side, the coagulation side
Lower left side is fixed with tomography bar, is provided with slide plate at left and right sides of the bottom of the tomography bar, the upper right of the slide plate is fixed
There is free aspiration attached plate, be connected with filter on the right side of the bottom of the air adsorption plate, the lower left side of the filter is fixed with
Filter screen, the upper left-hand of the filter screen are provided with flowmeter, are fixed with door pillar on the right side of the bottom of the flowmeter, the door pillar it is upper
Roller is connected with the right side of portion, layering bar is fixed with the right side of the bottom of the roller, ball is provided with the right side of the bottom of the layering bar,
The lower left side of the ball is provided with foreboard, and the upper left-hand of the foreboard is connected with automatically-controlled door.
Preferably, the air adsorption plate includes adsorption layer, solar panels, illuminating layer, and the adsorption layer is located at air suction
The both sides up and down of attached plate, the solar panels are located at left and right sides of the bottom of adsorption layer, and the illuminating layer is located at solar panels
Upper left-hand.
Preferably, the flowmeter includes count slice, flow measuring unit, inductor, and the count slice is located at the top of flowmeter
Right side, the flow measuring unit are located at the bottom of count slice, and the inductor is located at left and right sides of the bottom of flow measuring unit.
Preferably, the door pillar is rolled by bolt with main body and connected with being provided with bolt, the door pillar in the middle part of main body.
Preferably, the ball is rotatablely connected with foreboard by roller.
Preferably, sliding block is provided among the layering bar and coagulation side, the layering bar is slided with coagulation side by sliding block
Connection.
The technique effect and advantage of the present invention：1st, the WR and hydropower construction drainage ditch is simple in construction, practical function；Coagulation
Side is designed itself, and allowing the device, wearability is more preferable in use, and service life is longer；
2nd, the structure design of air adsorption plate makes the device more environmentally-friendlyization in use, more practical；
3rd, the use of flowmeter, make device more economized in use, increase Humanity Design, ensure the utilization of water channel
Rate.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is that the structure of the present invention shows that air adsorption plate is intended to；
Fig. 3 is the flowmeter structure schematic diagram of the present invention.
In figure：1st, main body；2nd, Qu Kou is entered；3rd, coagulation side；4th, tomography bar；5th, slide bar；6th, air adsorption plate；601st, adsorb
Layer；602nd, solar panels；603rd, illuminating layer；7th, filter；8th, filter screen；9th, flowmeter；901st, count slice；902nd, flow measuring unit；
903rd, sensing is clamored；10th, door pillar；11st, roller；12nd, it is layered bar；13rd, ball；14th, foreboard；15th, automatically-controlled door.
Embodiment
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clearly complete
Ground describes, it is clear that described embodiment is only part of the embodiment of the present invention, rather than whole embodiments.Based on this
Embodiment in invention, the every other reality that those of ordinary skill in the art are obtained under the premise of creative work is not made
Example is applied, belongs to the scope of protection of the invention.
The invention provides a kind of WR and hydropower construction drainage ditch as shown in Figure 1, Figure 2 and Figure 3, including main body 1, institute
The lower left side for stating main body 1 is provided with into canal mouth 2, it is described enter canal mouth 2 bottom on the right side of be connected with coagulation side 3, the coagulation side 3
Lower left side is fixed with tomography bar 4, and slide plate 5, the upper right of the slide plate 5 are provided with left and right sides of the bottom of the tomography bar 4
Air adsorption plate 6 is fixed with, filter 7 is connected with the right side of the bottom of the air adsorption plate 6, the bottom of the filter 7 is left
Side is fixed with filter screen 8, and the upper left-hand of the filter screen 8 is provided with flowmeter 9, door pillar is fixed with the right side of the bottom of the flowmeter 9
10, the upper right of the door pillar 10 is connected with roller 11, is fixed with the right side of the bottom of the roller 11 and is layered bar 12, described point
Ball 13 is provided with the right side of the bottom of layer bar 12, the lower left side of the ball 13 is provided with foreboard 14, and the top of the foreboard 14 is left
Side is connected with automatically-controlled door 15.
Specifically, the air adsorption plate 6 includes adsorption layer 601, solar panels 602, illuminating layer 603, the adsorption layer
601 are located at the both sides up and down of air adsorption plate 6, and the solar panels 602 are located at left and right sides of the bottom of adsorption layer 601, described
Illuminating layer 603 is located at the upper left-hand of solar panels 602.
Specifically, the flowmeter 9 includes count slice 901, flow measuring unit 902, inductor 903, the count slice 901 is located at
The upper right of flowmeter 9, the flow measuring unit 902 are located at the bottom of count slice 901, and the inductor 903 is located at flow measuring unit 902
Bottom at left and right sides of.
Specifically, the door pillar 10 is provided with bolt with the middle part of main body 1, the door pillar 10 is rolled with main body 1 by bolt to be connected
Connect.
Specifically, the ball 13 is rotatablely connected with foreboard 14 by roller 11.
Specifically, the layering bar 12 passes through cunning with being provided with sliding block, the layering bar 12 among coagulation side 3 with coagulation side 3
Block is slidably connected.
Operation principle：During use, user first places the device WR and hydropower construction drainage ditch
To preprepared position, the work that drainage ditch is proceeded by by main body 1 uses, and water enters device by entering canal mouth 2
It is interior, tomography bar 4 and air adsorption plate 6 can be first passed around in the process, are made to enter the liquid in device and are discharged its smell,
The quality entered is being protected by filter screen 8 by filter 7, is knowing the liquid in the row's of entering canal device by flowmeter 9
Their approximate number, automatically-controlled door 15 can be pulled open voluntarily, and the liquid of the inside can naturally be flowed out, then by layering bar 12
Again separate, make liquid limpider.
Finally it should be noted that：The preferred embodiments of the present invention are the foregoing is only, are not intended to limit the invention,
Although the present invention is described in detail with reference to the foregoing embodiments, for those skilled in the art, it still may be used
To be modified to the technical scheme described in foregoing embodiments, or equivalent substitution is carried out to which part technical characteristic,
Within the spirit and principles of the invention, any modification, equivalent substitution and improvements made etc., it should be included in the present invention's
Within protection domain.
Claims (6)
1. a kind of WR and hydropower construction drainage ditch, including main body (1), it is characterised in that：The lower left side of the main body (1) is set
Have into Qu Kou (2), it is described enter Qu Kou (2) bottom on the right side of be connected with coagulation side (3), the lower left side of the coagulation side (3) is consolidated
Surely there is tomography bar (4), be provided with slide plate (5) at left and right sides of the bottom of the tomography bar (4), the upper right of the slide plate (5) is consolidated
Surely there is free aspiration attached plate (6), filter (7) is connected with the right side of the bottom of the air adsorption plate (6), the filter (7)
Lower left side is fixed with filter screen (8), and the upper left-hand of the filter screen (8) is provided with flowmeter (9), the bottom of the flowmeter (9)
Right side is fixed with door pillar (10), and the upper right of the door pillar (10) is connected with roller (11), the lower right of the roller (11)
Side is fixed with layering bar (12), and ball (13) is provided with the right side of the bottom of the layering bar (12), and the bottom of the ball (13) is left
Side is provided with foreboard (14), and the upper left-hand of the foreboard (14) is connected with automatically-controlled door (15).
A kind of 2. WR and hydropower construction drainage ditch according to claim 1, it is characterised in that：The air adsorption plate
(6) adsorption layer (601), solar panels (602), illuminating layer (603) are included, the adsorption layer (601) is located at air adsorption plate (6)
Both sides up and down, the solar panels (602) are located at left and right sides of the bottom of adsorption layer (601), and the illuminating layer (603) is located at
The upper left-hand of solar panels (602).
A kind of 3. WR and hydropower construction drainage ditch according to claim 1, it is characterised in that：Flowmeter (9) bag
Count slice (901), flow measuring unit (902), inductor (903) are included, the count slice (901) is located at the upper right of flowmeter (9),
The flow measuring unit (902) is located at the bottom of count slice (901), and the inductor (903) is located at bottom of flow measuring unit (902) or so
Both sides.
A kind of 4. WR and hydropower construction drainage ditch according to claim 1, it is characterised in that：The door pillar (10) and master
Bolt is provided with the middle part of body (1), the door pillar (10) is rolled by bolt with main body (1) and connected.
A kind of 5. WR and hydropower construction drainage ditch according to claim 1, it is characterised in that：The ball (13) is with before
Plate (14) is rotatablely connected by roller (11).
A kind of 6. WR and hydropower construction drainage ditch according to claim 1, it is characterised in that：It is described layering bar (12) with
Sliding block is provided among coagulation side (3), the layering bar (12) is slidably connected with coagulation side (3) by sliding block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711328196.7A CN107859011A (en) | 2017-12-13 | 2017-12-13 | A kind of WR and hydropower construction drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711328196.7A CN107859011A (en) | 2017-12-13 | 2017-12-13 | A kind of WR and hydropower construction drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107859011A true CN107859011A (en) | 2018-03-30 |
Family
ID=61705916
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711328196.7A Pending CN107859011A (en) | 2017-12-13 | 2017-12-13 | A kind of WR and hydropower construction drainage ditch |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107859011A (en) |
-
2017
- 2017-12-13 CN CN201711328196.7A patent/CN107859011A/en active Pending
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20180330 |
|
| WD01 | Invention patent application deemed withdrawn after publication |